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GATE CE 2021: Soil Mechanics & Foundation Engineering#11 (App update required to attempt this test)

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Question 1

If cohesion of a soil is 10 kN/m3 and unit weight is 18 kN/m3 and the factor of safety is 1.3 along with stability number is 0.04. Calculate the safe maximum height in m.

Question 2

A fully submerged infinite sandy slope has an inclination of 30° with the horizontal. The saturated unit weight and effective angle of internal friction of sand are 18 kN/m3 and 38°, respectively. The unit weight of water is 10 kN/m3. Assume that the seepage is parallel to the slope. Against shear failure of the slope, the factor of safety (round off to two decimal places) is

Question 3

A granular soil has a saturated unit weight of 20 kN/m3 and an effective angle of shearing resistance of 30°. The unit weight of water is 9.81 kN/m3. A slope is to be made on this soil deposit in which the seepage occurs parallel to the slope up to the free surface. Under this seepage condition for a factor of safety of 1.5, the safe slope angle (in degree, round off to 1 decimal place) would be ____

Question 4

The infinite sand slope shown in the figure is on theverge of sliding failure. The ground water tablecoincides with the ground surface. Unit weight of water The value of the effective angle of internal friction (indegrees, up to one decimal place) of the sand is________
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Question 5

A granular soil possesses saturated density of 19 kN/m3. Its effective angle of internal friction is 28 °. If the desired factor of safety is 3, then the safe angle of an infinite slope for this soil, when seepage occurs parallel to the slope surface, is _______degree.
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Question 6

An infinite soil slope with an inclination of 35 ° is subjected to seepage parallel to its surface. The soil has Description: D:\GradeStack Courses\GATE Tests (Sent by Ravi)\Civil Engg\Civil Engineeing-04-Apr\Civil-Engineering-2004_files\image186.png and Description: D:\GradeStack Courses\GATE Tests (Sent by Ravi)\Civil Engg\Civil Engineeing-04-Apr\Civil-Engineering-2004_files\image187.png. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is
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